Shaking table tests of horizontal composite structure of reinforced concrete and timber frame

被引：0
|
作者：
机构：
[1] Nakagawa, Manabu
[2] Isoda, Hiroshi
[3] Kawai, Naohito
[4] Koshihara, Mikio
[5] Araki, Yasuhiro
来源：
Nakagawa, Manabu | 1600年 / Architectural Institute of Japan卷 / 79期
关键词：
Design method - Maximum acceleration - Reinforced concrete shear walls - Rigid frame - Seismic behavior - Shaking table tests - Structural safety - Timber floors;
D O I：
10.3130/aijs.79.401
中图分类号：
学科分类号：
摘要：
The horizontal composite structure consisting of reinforced concrete and timber frame was tested at full scale shaking table tests in parameters of specification of the floor and number of stories. After BCJ wave of maximum acceleration 350gal, no damage appeared in these structures with high eccentricity. The shear force of timber was reduced in both specimens of the timber floor and the RC slab. By comparison with test results, the design method that the shear force produced in timber frames is transmitted to the reinforced concrete shear wall was safety. As described in this study, it was confirmed through shaking tests that the method for building with high eccentricity can be designed with structural safety.
引用
收藏
相关论文
共 50 条
  • [1] Shaking table tests of reinforced concrete frame structure with energy dissipation cladding panels
    Sha H.
    Chong X.
    Ye X.
    Guo Y.
    Yue T.
    Wei J.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2023, 44 (12): : 13 - 21
  • [2] Shaking table tests on precast reinforced concrete and engineered cementitious composite/reinforced concrete composite frames
    Xu, Li
    Pan, Jinlong
    Leung, C. K. Y.
    Yin, Wanyun
    ADVANCES IN STRUCTURAL ENGINEERING, 2018, 21 (06) : 824 - 837
  • [3] Shaking table tests on braced reinforced concrete frame structure across the earth fissure under earthquake
    Xiong, Zhongming
    Chen, Xuan
    Wang, Yongwei
    Zhang, Chao
    Zhuge, Yan
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2019, 28 (01):
  • [4] Shaking Table Tests of a Reinforced Concrete Frame Subjected to Mainshock-Aftershock Sequences
    Qiao, Yu-Meng
    Lu, Da-Gang
    Yu, Xiao-Hui
    JOURNAL OF EARTHQUAKE ENGINEERING, 2022, 26 (04) : 1693 - 1722
  • [5] Collapse of a nonductile concrete frame: Shaking table tests
    Wu, Chiun-lin
    Kuo, Wu-Wei
    Yang, Yuan-Sen
    Hwang, Shyh-Jiann
    Elwood, Kenneth J.
    Loh, Chin-Hsiung
    Moehle, Jack P.
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2009, 38 (02): : 205 - 224
  • [6] Shaking table tests on seismic behavior of ancient timber structure reinforced with CFRP sheet
    Zhao, Xiang-bi
    Zhang, Feng-liang
    Xue, Jian-yang
    Ma, Lin-lin
    ENGINEERING STRUCTURES, 2019, 197
  • [7] Shaking table experiment of steel reinforced concrete frame model
    Xi'an Jianzhu Keji Daxue Xuebao, 4 (360-363):
  • [8] Floor acceleration amplification and response spectra of reinforced concrete frame structure based on shaking table tests and numerical study
    Zou, Xiaoguang
    Yang, Weiguo
    Liu, Pei
    Wang, Meng
    ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING, 2023, 23 (03)
  • [9] Shaking table tests on gravel slopes reinforced by concrete canvas
    Ding, Guangya
    Zhou, Lin
    Wang, Jun
    Xu, Ying
    Geng, Xueyu
    Li, Xiaobin
    GEOTEXTILES AND GEOMEMBRANES, 2020, 48 (04) : 539 - 545
  • [10] Inelastic torsional seismic response of nominally symmetric reinforced concrete frame structures: Shaking table tests
    Benavent-Climent, A.
    Morillas, L.
    Escolano-Margarit, D.
    ENGINEERING STRUCTURES, 2014, 80 : 109 - 117
12345